Providing Water Supply Scheme To G / O Village Targali In Gp Manglore In Tehisl Banjar Distt Kullu H.P. Sh- Construction Of Water Intake Structure Sedimentation Filter Bed Storage Tank Of Various Capacity Laying Jointing Of G.I Pipe
Tender Value
61.58 Lakhs
Estimated cost
Bid Submission
31 Aug 2022
0 days left
EMD
99877
Bank guarantee accepted
Document Fee
800
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
banjar → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Providing Water Supply Scheme To G / O Village Targali In Gp Manglore In Tehisl Banjar Distt Kullu H.P. Sh- Construction Of Water Intake Structure Sedimentation Filter Bed Storage Tank Of Various Capacity Laying Jointing Of G.I Pipe
BOQ
| Sl. No. | Item Description |
| 1 | Cutting in earth work and disposal of excavated earth up to lead of 20 mtrs. in all kinds of soil in pick work, jumper work and blasting workcomplete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 2 | Pick work |
| 3 | Jumper Work. |
| 4 | Excavation in foundation trenches etc. in earth work lift up to 1.5 mtrs. Stacking the excavated soil not more than 3 meters away from the edge of excavation and then returing the stacked soil in 15 cm layers when required in to plinth and sides of foundations, consolidating each deposited layer by raming, watering and then disposing of all surplus excavated earth as directed with in a lead of 20 meteers in pick jumper work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 5 | Providing and laying cement concrete 1:4:8 (1cement: 4 sand: 8 graded crushed stone aggregate 40mm nominal size )and curing complete excluding cost of form work in foundation and plinth with inall leads & lifts as per the entire satisfaction & direction of Engineer - in - charge. |
| 6 | Providing and laying cement concrete 1:6:12 (1 cement: 6 sand: 12 graded crushed stone aggregate 40mm nominal size) and curing complete excluding cost of form work in foundation and plinth in all leads and lifts and to the enitre satisfaction of Engineer-in- charge. |
| 7 | Random rubble masonry/polygonal rubble masonry(uncoursed/brought to courses) with hard stones of approved quality in foundation and plinth including leveling up with cement concrete 1:6:12 (1 cement :6 sand : 12 graded stone aggregate 20mm nominal size) at plinth level in Cement Mortar 1:6(1 cement:6 sand) complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 8 | Providing and laying cement concrete 1:2:4 (1cement :2 Sand: 4 graded crushed stone aggregate 20 mmnominal size) and curing complete excluding cost of form work and reinforcement for reinforced concrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge in:- |
| 9 | Suspended floor, roofs landings shelves and their supports balconies, beams, girders ,bressumers and cantilevers etc in all leads and lifts. |
| 10 | Wall ( any thickness but not less than 0.10 mtrs. Thickness) including attached pillasters buttresses, plinth and string courses etc. from top of foundation level upto floor two level. complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 11 | Providing Tor steel reinforcement for RCC work including bending,binding & placing in position complete upto floor twolevel i.c cost of binding wire with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge. |
| 12 | Providing form work with steel plates 3.15mm thick welded with angle iron in frames 30x30x5mm so as to give a fair finish including centering ,shuttering, propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4 meters and removal of the same for-in-situ reinforced concrete and plain concrete work complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 13 | Vertical surfaces such as wall(any thickness) partitions and the like including attached pilasters, buttresses, plinth and string courses and the like - |
| 14 | Flat surfaces such as soffits of suspended floors roofs landings and the like floors etc. up to 200 mm in thickness with in all leads and lifts. |
| 15 | Columns pillars , Posts and struts in square rectangular or polygonal in plan. |
| 16 | Edge of slabs & breaks in floor & walls under 20 cm wide complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 17 | Providing and laying cement concrete work 1:1.5:3 (1cement :1.5 sand: 3 graded crushed stone aggregate 20 mmnominal size) and curing complete excluding cost of form work and reinforcement for reinforcedconcrete work with in all leads and lifts as per the entire satisfaction & direction of the Engineer - in - Charge in: - |
| 18 | Foundation footing bases of columns and like mass concrete complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 19 | Wall ( any thickness but not less than 0.10 mtrs. Thickness) including attached pillasters buttresses, plinth and string courses etc. from top of foundation level upto floor two level. |
| 20 | Suspended floors, roofs,landings and shelves and their supports, balconies, beams, girders, bressumers and cantilivers up to floor two level complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 21 | Providing and fixing 1.80 m high barbed wire fencing with angle iron posts 2.50 mtrs high 40x40x4, 2.50 m c/c with 9 horizontals rows and 2 diagonal row of barbed wire embeded in C.C 1:4:8 ( 1 Cement :4 sand :8 graded stone agg.20 mm nominal size ) complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 22 | Providing in R.C.C smooth finishing of the exposed surface with C.M 1:3 (1 cement :3 sand )with incomplete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 23 | Manufacturing and fixing of M.S cover in Steel work welded in builtup section trusses and framed work , including cutting hoisting fixing in position and applying a priming coat of red led paint :- In beam ,Joists , Channels , Angles tees , flats with connections plates of angles clear as in main and cross beam hip and jack rafters purlin connected to common rafters etc.complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 24 | Providing and fixing steel gate around intake and storage tank. complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 25 | Boulder filling behind retaining wall under floor complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 26 | Providing and fixing man hole cover made with angle iron 40 x40x 3 mm thick( base frame) & 30x 30x 3 mm thick top frame covered with MS sheet 6 mm thick with locking arrangements to avoid the anti social activities ( lock with a set of 3 keys). ( Weight of man hole cover should not be less than 34 Kg)with complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 27 | Providing and laying cement concrete 1:5:10(1cement:5sand:10 graded stone aggregate of 40mm nominal size) with 15% plum and curing complete excluding cost of form work in retaining walls/breast walls, the size of plums shall usually be 150mm to 300mm as per H.P.P.W.D specification including all leads and lifts |
| 28 | Laying, jointing and testing in trenches Galvanised mild steeltubes( by way of circumfrential butt welded jointsby electrical arc welding including cutting of threaded portion ) of following dia meters confirming to BIS 1239-2001 (GI Pipes)(latest with upto date amendments) having wall thickness as per code with bevelled/ plain endsin random length of 4 to 7 meters, including specials, short pieces, bends, reducers, tees etc. made from parent tube,The laying of pipe will include all operation such as cutting, welding, jointing, providing & fixing of MS flanges, fabrication of bends, tees etc. including lowering and laying in excavated trenches to ensure required level including flushing, cleaning and hydraulic testing complete in all respects to the satisfaction of the Engineer in charge. The fabricated bends shall have three or four cuts having its radius not less than five times the dia of pipe. The damaged portion of the pipes and specials made form the parent tube during welding or otherwise shall be provided anticorrosive treatment by applying two coats of anticorrosive bituminous paint over a priming coat as per AWWA specifications C-203-1978. The welding electrodes shall be as per IS 814 of Advani Oerlikon/ L&T or ISI marked make. The rates also includes entire carriage of material, flushing, cleaning & hydraulic testing complete to the best satisfaction & direction of Engineer in charge with in all leads and lifts. (Earth work in trenches will be measured and paid for separately).150 mm diaMedium Class ( W.T 4.00 mm ) |
| 29 | Laying , jointingand testing in trenchesgalvanised mild steeltube screwed and socketed of following dia metre, including carriage of pipe and cost offitting such as bends, tees, air valve,unions and collars etc,as per direction and to the entire satisfaction of Engineer in charge. (Earth work to be measured and paid for seperately)complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. ( Class of pipe light ) Labour rate |
| 30 | 40 mm |
| 31 | 32 mm |
| 32 | 25 mm |
| 33 | 15 mm |
| 34 | Laying , jointingof G.I pipes for Inlet , Outlet scor pipe and by pass arrangements complete in all respect 100 mm dia |
| 35 | 40 mm dia |
| 36 | 32 mm dia |
| 37 | Providing and fixing C.I sluice valve 300 mm dia ( Class P.N 1.0) of Leader , Kartar , pelican , kirloskar makeas per IS; 780-1987 IS 2906 -1984 :complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 38 | 100 mm dia |
| 39 | Providing and fixing gate valve ( with hand wheel ) as per IS:780-1984 Class-I upto 300 mm dia ( including brass spindaland as per IS; 2906-1984 class -II for dia > 300 mm ) complete including all alided accessories. with in complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. 40 mm dia |
| 40 | 32 mm dia |
| 41 | 25 mm |
| 42 | 15 mm |
| 43 | Providing and laying stone pitichng on side slopes of guide banks , embankments and protection work :complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 44 | Wire crate made of G.I wire filled with boulders with square cut faces against the wire(Wire crate to be measured and paid for separately)in all leads and lifts as per the direction of Engineer-in-Charge. |
| 45 | Providing G.I Wire crates made of G.I.wire filled with boulders with square cut faces against the wire, (Boulder filling to be measured and paid for separately) i/c all leads and lifts. (a) G.I.Wire 5mm thick corresponding to SWG-6(15Cmx15cm.Mesh). complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 46 | Providing and placing in horizontal layers filtering media duly graded, screened,cleaned and washed as specified :complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 47 | Top layer, Fine sand( Eff. Size 0.20mm to 0.40 and uniformity co-efficient 2.00 to 3.00). |
| 48 | Second layer, Coarse sand, 3mm - 6mm |
| 49 | Third layer : Bajri 6mm to 20 mm. |
| 50 | Fourth layer : Bajri 20mm to 25 mm |
| 51 | Bottom layer : Broken stone 50mm to 75 mm. |
| 52 | Providing and placingprecasteman hole coverin cement concrete 1:2:4 ( 1cement:2 sand : 4 graded stone aggregate 20mm nominal size) over x drain complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 53 | Providing and fixing 500 mm dia man hole coverwith angle iron framecompelete( The weight of frame should not be less than 15 kg) complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
| 54 | Providing and laying no fine concrete 1:4 ( 1 cement :4 graded stone aggrigate 40mm & above ) curring complete with weep holes of pours etc) complete in all respect as per the direction and to the entire satisfaction of the Engineer-in-charge in all leads and lifts. |
AI Tender Summary
Tender Timeline
Aug 16, 2022
11:30 IST
Tender Published
Tender notice published.
CompletedAug 31, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedSep 01, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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